Consider the beam shown in (Figure 1). EI is constant.Suppose that P = 18 kN. Solve this problem using themoment-area theorems. Follow the sign convention.Figure4 mD4 m1 of 1Part BDetermine the slope at D measured counterclockwise from the positive z axis.Express your answer using three significant figures.190 ΑΣΦOD=SubmitPart CRequest AnswerSubmitDetermine the displacement at the end A of the beam measured upwardExpress your answer using three significant figures.1VGAΣΦ. 11. vecvecRequest Answer?1 kN ²XEIX1 kN-²El

Answered: Image /qna-images/answer/5cfe94d9-599a-46ea-935d-a0d40c8c87d4.jpg

Answered: Consider the beam shown Suppose that P=…

Engineering

Civil Engineering

Consider the beam shown Suppose that P= 18 kN moment-area theorems. F

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The cross-sectional dimensions of a beam are shown. Assume b-1.875 in., t-tw-0.125 in. and d-2.75…

A: bf = 1.875 intf = tw = 0.125 ind = 2.75 inTo find:(a) The internal bending moment acting about the…

Q: ) Draw the shear (V) and the moment (M) diagrams for the following beam conditions w=20K/ft 40 ft…

A: Given simply supported beam with one side overhang and loading conditions.Here, It is asked to draw…

Q: be carried by the beam. b wer: W= lb/ft.

A: Flexural formulae are applied to the relationship between different parameters to get loads.

Q: An iceberg (unit weight = 9 kN/m³) floats in ocean water (unit weight 3,000 m³ of the iceberg…

Q: Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear…

A: A simply supported beam is given, we need to find out the reactions and draw the shear force and…

Q: A column 24 in. square, with f'c = 4ksi reinforced with 10 No. 10 bars, As=12.7 square inches. fy=50…

A: Size of the column = 24 inDead load = 276.06 kipsLive load = 175 kipsReinforcement = 10 bars of #10…

Q: . A rectangular gate 1.20 m wide rests against a smooth wall at A. It is hinged at B located at 5.2…

Q: A wood cone, 700 mm diameter and 1000 mm high floats in water with its vertex down. If the specific…

Q: A building sits in the area of a two-dimensional ridge in a flat open country area. The height of…

Q: C The beam shown in the given figure carries loads of 15 kN and 30 kN at points X and Y respectively…

Q: A wood cone, 700 mm diameter and 1000 mm high floats in water with its vertex down. If the specific…

A: Cone diameter = 700 mmCone height = 1000 mmThe specific gravity of the wood = 0.60To…

Q: determine the support reactions of the points A,B and C. Note:

A: ###Calculate reactions ofpoint A, B , C using equilibrium equations

Q: 1 60⁰ The water jet is ejected from the 4-in.-diameter pipe with a steady velocity of v = 19 ft/s.…

Q: Determine the x, y, z components of reaction acting on the ball-and-socket at A, the reaction at the…

A: Uniformly distributed load acting on portion ABCouple moment acting along x-axisTo find:Components…

Q: A ship model of scale 1 — is towed through sea water at a speed of 1 m/s. A force of 2 N is required…

Q: HELP ME ASAP PLS Consider: Relative Humidity at 1500m, in % Round to one (1) decimal place 6.…

A: The height into the atmosphere = 1500 mThe total pressure = 101 kPaThe air temperature = 25°CThe dew…

Q: draw shear and moment diagram

A: Drawing of shear force Diagram and bending moment diagram #####

Q: When a vertical face excavation was made in clayey silt, having density of 20 kN/m³, it failed a a…

Q: A steel bar 2 m long, 20 mm wide and 15 mm thick is subjected to a tensile load of 30 kN. If…

A: we have to find the increase in volume

Q: 3. A soll sample was determine in the laboratory to have a liquid limit of 41% and a plastic limit…

Q: In the figure below, the areas of the plunger A and cylinder B are 11 sq.in and 845…

Q: The cross-sectional elements of the fixed ended column shown are connected such that the built- up…

A: fy = 50 ksiLe = 19 ftA = 12.6 in2d = 18 inIx = 554 in4Iy = 14.3 in4

Q: why dont we usually measure the undrained strength of sand? indicate a situation where the undrained…

A: When a soil is not permitted to go through consolidation or drainage during a loading process, it…

Q: A circular concrete culvert of diameter 120 cm carries water of depth 75 cm to irrigate a 30-hectare…

Q: A column 24 in. square, with f'c = 4ksi and fy=50 ksi reinforced with 10 No. 10 bars, As=12.7 square…

A: Column = 24 inch2 fy=50 ksif'c = 4ksireinforcement - #10 10 barsb= 9.5 inch D= 7 inch Total factored…

Q: A machinist in an engineering machine shop has ordered a sheet of plastic with dimensions 10 ft x 12…

A: Sheet of plastic = 10 ft x 12 ft x 1 inDoor dimensions = 6 ft x 8 ft

Q: 1. Determine the deflection of the pin at B for the compound beam shown in the figure. Only consider…

A: E = 200 GPa I = 12.487 × 106 mm4 Determine the deflection of the pin at B.

Q: Esumate the vapor pressure, all pressure, relative humidity, and all density at a height of 1800 in…

A: The height of the atmosphere = 1500 mThe total pressure = 100 kPaThe air temperature = 28°CThe dew…

Q: What is mean by parallel pipe and write the governing equations. When the pipe divides into two or…

A: Yes, when the pipe divides into two or more branches and again joins together downstream to form a…

Q: 1. Determine the net area (An) for the angle given in figure below if 24 mm diameter holes are used…

A: Determination of net effective area of angle section given ####

Q: A flow net for seepa n₁=4, n=8 and t the horizontal a K₁ = 8 x 105 m/sec head loss through seepage…

Q: A line source of strength 15 m/s is situated within a uniform stream flowing at -12 m/s (i.e. right…

A: We have to determine the distance of the stagnation point be from the nearest source

Q: wet sludge contains 3% solid by weight is pumped to a filter belt press at the rate of…

A: wet sludge contains 3% solidFilter rate = 170,000 lb/dayTo calculate the amount of nitrogen (lb/day)…

Q: scosity 1.5 Pa-s flows at a velocity of 10 m/s in a 0 cm dia pipe. What will be the boundary shear…

A: Density(p)= 1260kg/m³ absolute viscosity(u) =1.5 pa-s Velocity (V) = 10m/s Diameter (d) = 10cm = 0.1…

Q: W W. W Mp 0.8 Mp Mp The above figure shows a continuous beam loaded with concentrated loads 'W' at…

Q: Regulations (Outside a building) [P9] In describing regulations that can apply to the electrical…

A: Both the Health and Safety at Work Act and the Electricity Supply Regulations are essential for…

Q: Determine the maximum deflection (mm) at span AB of the given beam. E = 200 GPa and I = 10(106) mm².…

Q: *9-64. Locate the centroid (x, y) of the shaded area. 3 in. 1 in. -3 in.- y 3 in. Prob. 9-64 ·X

A: A irregular figure is given, we need to find out centroid of that figure

Q: he cylindrical buoy floats in salt water (density 1030 kg/m³) a right position. Determine the…

Q: A cantilever beam AB as shown in figure is subjected to a point load of 12 kN over a span of 6 m…

Q: A IS 04 KN 15.VW KN B 6-55KN 6.XY KN 1.5 m 1.5 m 1.5 m 2.WX m 2.45m

A: ###Calculate reactions ofpoint A, B , C using equilibrium equations

Q: The 16 kg block sides along a smooth plane and strikes a nonlinear spring with a speed of v 5 m/s.…

Q: F= 70,000 lbs. 1 60'- F= 70,000 lbs. A = O= Will the rod fail? (Yes/No) YIELD STRENGTH YIELD POINT…

A: F = 70000 lb Stainless steel angle 3" x 1" x 1/16"

Q: Consider the soil profile shown in Figure E3-2. The moist unit weight of the top sand layer is 20.0…

Q: Part A

Q: Consider this problem from a homework assignment Can this distribution of flow be used as a starting…

Q: A beam is to be made of steel that has an allowable bending stress of Oallow = 115 MPa and an…

A: Allowable bending stress= σallow=115mpaTallow = 80mpaFree body diagram of the beam:-

Q: El is constant. Use the method of double integration, with the given coordinates on the beam below.…

A: Given simply supported beam with udl on overhang and it is asked determine the following,The maximum…

Q: A single dueling house has interior columns that are spaced 4.2 m apart in two perpendicular…

A: S = 4.2 mLL = 1.2 kN/m2

Q: Shear Force and Bending Moment (16-19) 16. Draw the shear and moment diagrams for the beam subjected…

A: Draw the shear force and Bending Moment diagram for the beam.

Question

Consider the beam shown in (Figure 1). EI is constant.
Suppose that P = 18 kN. Solve this problem using the
moment-area theorems. Follow the sign convention.
Figure
4 m
D
4 m
1 of 1
Part B
Determine the slope at D measured counterclockwise from the positive z axis.
Express your answer using three significant figures.
190 ΑΣΦ
OD=
Submit
Part C
Request Answer
Submit
Determine the displacement at the end A of the beam measured upward
Express your answer using three significant figures.
1VGAΣΦ. 11. vec
vec
Request Answer
?
1 kN ²
X
EI
X
1 kN-²
El

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Determine the slope at D and displacement at end A

VIEW

Step 2: Determine the slope at D and displacement at end A

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Given a cantilever beam of length L=2.1meters. The left support “A” is free while the right end “B” is fixed. With constant EI=19000 KN-m2 A downward concentrated load of 87KN is applied at “A”. Using Double Integration Method (DIM) with origin taken at point A where 0 ≤ x ≤ L, calculate the slope at the free end? Express your answer in "degrees" in 3 decimal places. Take note that 180 degrees = pi radians.
2. (CASTIGLIANO'S THEOREM) Determine the vertical displacement of point B of the beam shown below. E= 200 GPaI= 150(10) mmsP= 15.4 kNQ= 6.4 kN/ma = 6 m
Determine reaction at A and slope at A. Use double integration method, Consider 150 mm x 150 mm section and E = 200 GPa a = 3.3 m, b = 26 kN/m, c = 20 kN.
A beam is shown in the figure below, and the flexural stiffness of the beam section is constant EI: Use the conjugate beam method (Moment-area Method) to obtain the slope (Slope) after the deformation of point A and the vertical displacement (Deflection) of point C *The correct answer is 24 kN-m2/EI clockwise and 58.7 kN-m3 /EI down, but I need to calculate steps, thanks
determine the vertical reaction at B in kN using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places
For the figure shown, determine the EI (area) under AB about point B using area –moment method. Express your final answer to the nearest whole number in N.m^3
Given the figure below. Use UNIT LOAD METHOD in determining the maximum deflection at midspan. E and I are constant. 1. In solving the maximum deflection at midspan, how many portions or segments must the beam be divided so that the real and virtual loadings are continuous in each segment?2. Consider segment AB of the real beam, with x measured from A, what is the moment equation M_(AB ) ?3. (In solving the maximum deflection at midspan, how many portions or segments must the beam be divided so that the real and virtual loadings are continuous in each segment?) in this question, what are the limiting values of x?
A beam is shown in the figure below, and the flexural stiffness of the beam section is constant EI: Use the conjugate beam method (Conjugate Beam Method) to obtain the slope (Slope) after the deformation of point A and the vertical displacement (Deflection) of point C *The correct answer is 24 kN-m2/EI clockwise and 58.7 kN-m3 /EI down, but I need to calculate steps, thanks
Repeat Problem 14.12 using Eq. (14.91). Use m = 0 in Figure 14.42.
Using ANY GEOMETRIC METHOD Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places. GIVEN: a = 5.6 m b = 4.4 m c = 15.9 kn/m d = 22 kn QUESTIONS: 1. Determine the VERTICAL REACTION at B in KN. 2. Determine the SLOPE at B in DEGREES. 3. Determine the DEFLECTION at D in MM. 4. Determine the DEFLECTION AT MIDSPAN OF THE BEAM in MM. Thank you! Please answer all. ❤️
Find the vertical displacement (Ya) of point A in the system in the figure in mm using the virtual work method. Bending stiffness EI=4000 tm2, only consider bending effects. M=11t.m q=9t/m L1=2.7m L2=6.8m
USING DOUBLE INTEGRATION METHOD Consider 250 mm x 250 mm (bxh) mm section and e = 100000 MPa DETERMINE VERTICAL REACTION AT B DETERMINE SLOPE REACTION AT B DETERMINE DEFLECTION AT D Values: A = 9.4 M B = 5.5 M C = 10.6 KN/M D = 33 KN